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HomeMy WebLinkAbout1714 E 1st Street Address: 1714 E 1St Street PREPARED 5/23/17, 9:32:55 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/23/17 --------------------------------—-----------------------------------------—------------------- ADDRESS . : 1714 E 1ST ST SUBDIV: CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457-1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE PARCEL 06-30-00-1-0-1305-0000- APPL NUMBER: 16-00001465 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------- ----------------------------------------------------------------- -- BL1 01 3/15/17 JLL BLDG FOUNDATION FOOTING 3/15/17 AP * OVERRIDE TAKEN BY JLIERLY DATE: 03/15/17 TIME: 12:04:48 March 15, 2017 12:10:45 PM jlierly. March 15, 2017 4:40:45 PM jlierly. BL3 01 3/15/17 JLL BLDG FRAMING 3/15/17 AP * OVERRIDE TAKEN BY JLIERLY DATE: 03/15/17 TIME: 12:04:22 March 15, 2017 12:10:22 PM jlierly. March 15, 2017 4:40:45 PM jlierly. BL99 01 5/23/17 J L BLDG FINAL * OVERRIDE TAKEN BY JLIERLY DATE: 05/23/17 TIME: 09:20:12 Scott 461-4724 -------------------------- ----------- COMMENTS AND NOTES ---------------------- CITY OF PORT ANGELES ►►�i� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00001465 Date 1/05/17 Application pin number . . . 387565 Property Address 1714 E 1ST ST REPORT SALES TAX iASSESSOR PARCEL NUMBER: 06-30-00-1-0-1305-0000- Application type description COMM REMODEL on your state excise tax form Property Name to the City of Port Angeles Pro ert Use Property Zoning . . . . . . . COMMERCIAL ARTERIAL (Location Code 0502) Applicationvaluation . . . . 384000- ----------- ----------------------------- y Application desc a REMODEL/SIDING/FACADE/ENTERY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RUDDELL PROP MGMT RPM 2 LLC J & J CONST OF PT ANGELES INC 110 GOLF COURSE RD. 233 ALICE RD. PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 457-1809 ---------------------------------------------------------------------------- 1 Permit . . . . . . BUILDING PERMIT - COMMERCIAL .rU)w Additional desc REMODEL FOR CHEVROLET Permit Fee . . . . 347.75 Plan Check Fee 226.04 Issue Date . . . . 1/05/17 Valuation . . . . 384000 \ Expiration Date . . 7/04/17 Qty Unit Charge Per Extension BASE FEE 347.75 .00 5.6000 THOU BL-100,001-500K (5.60 PER K) .00 ---------------------------------7------------------------------------------ Special Notes and Comments January 4, 2017 9:44:49 AM pbarthol. Per Dan McKeen in accordance with section 3.70.900 of the Port Angeles Municilpal Code the City will waive up to $6167.66 in building permit fees based on a renovation project valuation of $600,000 as memorialized in a letter to Howie Ruddell. Permit fees waived are based on a project valuation of $384,000 as submitted on the applicaiton. Building permit fee: $2610.65 waived Plan check fee: $1696.92 waived. Totaling $4307.57 November 21, 2016 9:00:26 AM tamiot. ELECTRICAL CALCULATIONS ARE REQUIRED FOR ELECTRICAL REVISIONS. . ELECTRICAL PERMIT REQUIRED. ANY CHANGES REQUIRED TO THE CITY'S ELECTRICAL INFRASTRUCTURE ALL COST WILL NEED TO BE PAID BY THE PROPERTY OWNER. October 17, 2016 9:39:46 AM pbarthol. plans submitted on 9-29-16 are incomplete showing "Preliminary not for construction" and had no engineering Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of a state or local law regulating construction or the performance of construction. C I J -J'7 Seo 7T-:T5& vJG �C/ .� Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED, POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW /Engineering 417-4831 Fire 417-4653 —Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 16-00001465 Date 1/05/17 ---Application pin number .-.-.--387565REPORT SALES TAX -----------=------- ---------------------------------- Special Notes and Comments on your state excise tax form included. Contractor is aware plans are incomplete. review to the City of Port Angeles is on hold and will not be restarted until submittal is complete. Pb (Location Code 0502) December 23, 2016 9:54:47 AM pbarthol. Project will result in the remodel of existing building and the addition of an entry structure. The new entry stucture ` will need to be connected to existing building. A seperate sign permit application shall be submitted for all new and replaced signage. pb Main clearance and protect existing stormwater detention pipe from new construction. 1. Install sediment controls BMPs. 2. Stabilize exposed soils. 3. Protect drain inlets. 4. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 5. Maintain temporary and permanent erosion control BMPS during project. No downspouts shall be connected to sanitary sewer. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 347.75 347.75 .00 .00 Plan Check Total 226.04 226.04 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 578.29 578.29 .00 .00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab IBlocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 Dec 23 2d,„; : i&�•;,4<v7.P- �> �, , File Edit Commands Help &kiPJ1►ID'PU4t1C SEfTC?R ! lip " Alor ication 15-0000 41 p property infBonormation - Application information Cent�cto escrow Rdr3 r2ss. 1714 E 7ST tt- Appticatien des REM10DE /SIDI�'1GiPxC:ADEfENTERV.�. Feas I PORT NGELE WA :0%52 Jpplicat on statu LAN REVIEW ! - Location ID; 98706 i Status Date 11/15/2016. -- GI nay Galante du - Owner.natliei RUDDELL-PROP MGTi RPF.2 I xpplicatnn-typ COMM REMODEL ... Inspection 455 SS R:PARCEL NUMUER: 0 -'30-G0-1-..-1x75-00DO l.ppt'icat .n,dat_: 11I15t201E loiscelianaou mfoj F .. tLTEM TE ID - Q 00 1©SG5 - aal�ation 84040 Names :9O1DS7 CA S Ets Z�L_aC'ItEZ sL 1li3C f .1a Permits 1@a 4 i!�....... ....... .:. �-! ._. ....... �► ....., ,..: Plan tr3&ing r� ...._ ........_. ... ........ Receipts Contractor Information - Outstanding Inspections: Squaie footage c! r' 'l � Contractor Namaw F�J ON`..-T:i�FFT ANGELES IN T.nsp- 5 h du e. ro ifsrmatic� Structures Contra to.-Number: 2441- - 'Type T_D Date Number _...DUaluat7oncalculall;r Yppe;; uEt+1qL ----------'-- ^----- - ------- Status:? .;:CTIVE I : No.outstanding-in oecti'on exist Contractor Requareents Doc Number - ---`-------- `-'-------- _ C1TE._LI USF �7JCC 3"D9 _ _ ......._:_..... :._v...�� tE -_ .xk.Siarc.rixxt[nn---------------------------------------------------------- : _,_...::..!'r"S.Anfnrm�_fiin.xx.._..__.:___ - ' sir � i _. ... .... ... ......... ... ...;,....147G.?r£ ..,.: J SE IM:FEES: � �_._��.,E`- �:. 22E2.96 33.r.� .- _...: -._. 1 IIsi ..�.►.� _.- ..u3 ,.. I� a x, i �rve34?,f� Cancel ffirlr►3 ua ,� ��r� 4�ID ?.E1tit ,4_-Refresh Land)nquiry 6ocpments Mk ............. TO I T N For City Use CITY OFSk ` Permit# �� (©� WAS H t N G T O N , U . S. Date Received: 321 E 51h Street ate Approved Port Angeles,WA 9836 t 11 P:360-417-4817'F:360-417-4711 Email:nermits0citMfgams BUILDING PERMI PLICATION Project Address: C Phone: (0 L) LJ b ( 4 2-t{ Prima Contact: J C o T S G�n wad��r— Email: C.,C'S e N �1' I ��0 cr�� f ��N�(1 v�t�1T LLL Phone��C7 Z_-40S LZ Property Mailing Address Email Owner 1 In C, 1� Cou�sc_ 12oti� City° State Zip Name-� /—� n n �I 5 W oST D1= Y-z /T-^ JLSIOL Phone G6 q S7 605 Contractor Address Email I Information �o 7'o X LI b c) J City 7orL-r A-- 65 State LO%4 - -- zip Contractor license# J�QM R,0 c�9�� Exp.Date /)_ z , -7 Legal Description: �i Zoning: I Tax Parcel# Project Value: (materials and labor) $ 3 S`1 ooz) Residential ❑ Commercial 51 Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑_ Addition ❑ Tenant Improvement appropriate) Mechanical ❑ Plumbing ❑ Other ❑ _- Fire Sprinkler System Proposed I Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes ❑ No 1N Existing? Yes ❑ No �- In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to = www.stormwater99=fFdM q Project Description /./1/ 7 s't2iic�t,ti�n f�-o-cC'1,(rG�7io,�, Is project in a Flood Zone: Yes ❑ No.0 Flood Zone — Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ — I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has -occurred. I understand-that I will-forfeit-review fees-if t withdraw-the application-before-the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name Si nature Residential Structures Existing Proposed Construction For Office Use Area Description's(SQ•FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or z" floor) Garage Carport Other(describe) Area Totals r Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) Proposed Addition -e�— Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft)footprint of. %Lot Coverage(Total lot cov=lot size) Max Bldg Height all structures sq ft Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Mise. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets- Sewer-Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\Forms\2015 CED Form Updates\Building&Permitting\BP\Building Permit 20150415.docx THE CITY OF ' j, ' For City Use Permit # /(0 J�0 W A S H I N G T 0 N , U . S . Date Received: `7 ' '`fa 321 East Sth Street Port Angeles, WA 98362 Date Approved: P: 360-417-4817 F: 360-417-4711 hcatuzo@cityofpa.us Building Permit Application Project Address: .} Main Contact: Phone # Property Name � Phon��oC.J L/rZ / 0 2 Owner Mailing Address �` E ail 7 c P 110 oar City to a � c a GrJ Z�53� z Contractor Na a Phone qND 'TC�asr o . 7A e; 3� o y 57 Ise Mailing Address \ Email PJ 39x gssCm a/ fil, Cam-, . Cit y��2r4-1 V/ tat�J� z��36 Z Contractor License # TSS P 9 9 Pi¢ Expiration: /,/j Z 6/7 Project Value: o Tax Parcel # Lot# $ Z o 0J 0 Type of Residential Comme cial Industrial ❑ Public ❑ Permit Demolition Fire ❑ Repair ❑ Reroof(tear off/layover) ❑ For the fol wing,fill out both pages of permit application: New Cons uction ❑ Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechani al ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler Sy tem? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes 11 No S .��Z JJ "— Project x-�C �T2Hc�u� Description C C. I have read a d completed the application and know it to be true and correct.I am authorized to apply for this permit and nderstand that it is my responsibility to determine what permits are required,and to obtain permits prior to working on projects.I understand the plan review fee is not refundable after review has occurred.I understand that I will forfeit 20%of the review fee if I cancel or withdraw the application before plan review has occurred.I understand that if the permit is not issued within 180 d ys of receipt,the application will be considered abandoned,and the fees forfeit. A411 Date Print Name T I Signature 12,� 4, L Residential Structures Area Description(SQ FT) Existing Proposed Minimum$.. For Office Use value Basement < First Floor _ Second Floor Covered Deck/Porch/En y Deck Garage Carport Other(describe) Area Totals I 1A Comme ial Structures Area Description(SQ FT) E 'sting Proposed Mini um$ For Office Use viflue Structure(s) (- r Addition Tenant Improvement Other(describe) Area Totals 2, Lot Site C&Verq6e Calculations Footprint(SQ FT) of all Structures: Lot Size: %Lot CoveraLye z�7CP - 0,1: Z, SQ FT Site coverage(all impervious+ %Site Coverage structures Me anical Fi ures Indicate how many of each Noe of fixture`to be'inst"led or relocate!Ns part of this project. Air Handler Size: # Hazffion-llvz Piping #of Outlets: Appliance Vent # Heater(Sus pe ded,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling alvpliance # repair/alteration Evaporative Cooler(attached,not Pellet Stove/Wood-bN, # portable) Fire lace Gas Stove Ga ook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duc # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbi I ng Fixtures Indicate how many of eachtype,of f ture to be installed or relocated Plumbing Traps # Fuel gas piping #.o utlets: Water Heater # Medical gas piping of 0 tlets: Water Line #. Vent piping # Sewer Line # Industrial waste pretreatment # interceptor Other(describe): 15 14 13 12 11 10 9 8 7 6 5 4 3 2 I i A A EXIST LANDSCAPE D D FAST F�RSTSTRF EC 12 ��� ]BE C K E R S. B �`\ FT�y B ARCHITECTS City of Port Angeles — \\ Pu p Works Ser Utilities Dept HARKINS STREET En 11o�erin.��ervices UiV15iOfl BREMERTON WASNINGTp198710 FJUST SIDEWALK tl •n\ ..,wr«L,..,Rnn.a,�m lam`- Tel 7w.PrP.S�.w F C LHn SOEU ENTER R,�wwTE� / MAINENTRY/NEW(X0 22) tfB7 SCE CHEVROLET ENTRY ELEMENT ` NEW6CONCRETE 8 M15 / + S OUTE D wAs ENTRY/VESTIBULET REMAIN _ "* ��� _—�5�' 1 Exv.slmfe P.EREXEMPTION REQUEST 2 — �. PV7 PAVE =_a, SCHEDULE _ EXISTING READER BOARD MONUMENT / 1FOTERN j SIGN TO REMAIN REBRANDED ` 7 ?� _I A101 FOR PATTERN (UNDER SEPARATE PERMT) p4 SDE Yggp ��'� RESTNIPE STALLS nPl aQ/ NO CNgNGE .•/' """� GMDI SIGNAGE: Tj PERGMFI STANDARDS EXISTING BUILDIN(; TO BE PROVIDED BY GMS E / DESIGNATED VENDOR,AGI E UNDER SEPARATE PEREXIST f / / HANDICAP SIGN TO REMAIN o NO�'W-6E'�► RESTRIPE STALL$ P ® o NC CUSTgIIER o F F ti PgRWNG W f Af NEW AC CHARGINGSTATION =� ]o CU SEE OORPLAM 5T011(ER �y I' G G �♦ g f $ \♦ �'��yC(F RESTRIPE STALLS P A \ /3LuA/ LOTSUBCOTTOFUTURE a g' LOT COM&NATpN H \♦\ f—. f PORT DANGGEUS,WASIITNQTON ♦ /\ I / 1gW[E 0.UDDELL SITE PLAN J q0\ f J pry[itiE\ S� IaF\ f / 1 ♦ f K K / � e - ♦\ ` / 1001n6 CDSSUE ♦ p Q,.y 1W AS GMFICOREVEW 3 LAND 5. 01/1]/16 SCHEMAM OESKTI RYSE 2 \♦ �y� _ MARKINGDEALERSHIPSTALLS 01.01/16 SSUEDFOR DEMO PERMT 1 N PARKING STALLS REO AREO L \♦ 5 f4 PER EMPLOYEE I STALLS FRONDED:EXIST(B) SITE ADDRESS: RYB.RR ♦ MAX.EMPLOYEES:(W uv 1714 EAST FIRST STREET --- PORT ANGELES,WA 98362 LIGHTING NOTE __ z�I5u5L3 EXISTING PARKING LOT LIGHTING TO REMAIN 6 TO BE PROTECTED A011 NOTE:PROPERTY LINES FRONDED BY OWNER TO ARCHffECT M N1 (NOT A SURVEY) M15 9TE PLAN B w BB BB ,BB FT l ML N. KEY NOTES - IT'= _ NTS 15 14 13 12 11 10 9 8 7 6 5 4 3 - 2 1 I i DIBBLE ENGINEERS INC RUDDELL CHEVROLET STRUCTURAL CALCULATIONS Prepared for Hecker Architects ��,A�og w s8���, Project# 16-371 wv�w October 27, 2016 25751 L ENG �ti DIBBLE ENGINEERS INC 1029 Market Street, Kirkland WA •:1 11 • •• - • • E) 1HHLE ENGINEERS , INC Pr(jCct'%'O. Shee(A'a Project Date A Subiect Vj t V, . -� -- ��--.=�=--._..•�...:.. _� .���. �.. lam+v^ � � � ��� � �P� io'v I'D Al �s_ �1 - ��._ fir ' — ' � j�� .Lo 23-F-'Df )V� L v � Clallam County, Washington L Wind, Snow and. Seismic Zones for Clallam County Averago Snow- Arca now.area Wind Speed Exposure Load(5600' Desiall clev)* Category [RC-SPCCial ASCE � . Wind Region 7-111 113(' GROUND 21112 Pvrt Ari'CICS 100 MPH 130 3A PH C':(U%*} 25 111.4; 1)2 Diamond Point 100 MPI I 130 Ni PH C+(D**) 25 PSF D2 Sc uirn 100 MP11 130 XIPH C(D•*) 25 PSF DIN Beaver 114 Mill l 140 MPI I, C 30 PSF D2 Pillar Point 114-Mill] 140 M- P1 C';([) 25 PSF D2 'lallatn I SPH lot}MPH C,(D**) 25 PSF D2 Bay.Sckiu With[lay 120 MPH 150 MPH C+(h*`} 30 PSF Di [-a Push 1.20 MPH li0 MPH Cr(D*°) 25 I'SF D2 Turks I to MPH 140 MPH C 30 PSF E)_ l-ake t00 MPH 130 h71'EI C: D2 )aten�E'ooth i I h '5(dl bearing pressurC: 1501}p.s,f; Frost deplll; 12"mirl_ *Vor cicvations�reatCV than(300fr abuve sea Icvel.snow load=cIev s 0-04. F'xamplc: 800!c elevation {8110 x 0.04_32 p�f srou•load}, *� .ill areas wiIIii a 600 feet of(lie mar;r),shomIiw arc exposure"D",and or a body of%eater 5000 feet(95 of a mile)long,are exposure E7(1BC 1609,4) **AtI amts within 1500 feet of the:marine shoreline;ire exposure"D",01hMVi5e,expasurc is "C"([RC 8301.2.1-4(4)). Contact Us Copyright V.2008-2016 Clallam County_ -223 Fast 4th St.,Port Aw,,eles,WA 08362- • 360-417-2000 9 steps[o Faso Maps 6,UneclGxs i a ` 1.tkck Star.W.-v:ac 2 Froe Access-tta S 3n upl 3 Gm[Fre.c Mm.r.�R M.,p: .oK..:rler c-.pflr6er" Google Maps GK'S Coordinates -- Latitude and longitude of an address I T^P 4.P;•ial4 a�a54i4S s3�n4:�dtr�. e�"vrr. a,.ves s or plr:F lat .y I dl It:a addrr.:: C:ml;a ct en'••icl"DS Cook-ale;:o c sJ 3'j:s latitude and longllude P,.-uc:hc T,.j:;o•cv:ed:Y V.e c^n:E::e•o^I"iE'::r,,m"e"x•e:f i ci.re Geogle Map "Why do-nftthey just do what rsAdcr�r Cil r GPs.mil., 'ccrS Paan k_QW0 1-leas Ear T LdtLo-%VV PeydldIn 1899r Find an address from its GPS Coordinates J ddress Lrc[r decama.at Io-3 c: cnc:e[ .nc r.,:ma S':i ca^•c.;-:es a-,'c'ci cr I u•rresx'"e n:,r.•t t1..ran z�Odre SS r:om*exaaes Tal I;,Icn-,-Cor,', t"^"_say^es—al G S coo'= 'r."d C ek cw.!.^ d4y'J.LScj:Cfn:l Latitude,longitude and address of any point on Google Maps rc t deect';o-L^e map to ce[E�add[6 i s fi^d:1s -'S C.nfdhl^•t.^ I:::l,-1. on lb40l cc:;r-anC o•:he—ap. • r' 4ddrQss 1 1 J S Ci01`C.,.r sc Z: 1^.l A-y-q._rd.i°[ Ge[�PSCooNJfk,-.� SI• I'.OS:,arCxi::i,RdP SCIt'; .J+k * F.WityQe: Lony'dude.-2xd2319d OD(decimal degrees)* Lelitads Gzt WIr�Ide lower Lh-4 Ccnaeness Jor-- Long.uda Gcl Address t_•, f I CA!I t��dr Lsl:,nc•r..� DMS(degrees,minutes,secondes)* Lelitude CIr't•c IDN p s zR d :103 Loq ilude OF. $W .� 1369 Go gle re�eaaN�aas?aalaoolo�aaak}r&�Jur��1�Ni15C;:_+ 6tt+���L7�4nw+4!a4sraa�eLDuh[vlDttG>•6�awlr CetA:dress Go gle Store U:scwio';;c k;est A es fra joogle New:name your GPS Coo rdinates+ Y•s!cz.ic-.v n3.re an}p'a:e)aolude z Io-y tu. yc.y= rE^an'_ MUSGSDesign Maps Summary Report User-Specified input Report Title RU0DELL CHEVY Thu R,iy 21. 2416 18.31:45 UTC Building Code Reference Document 2012/2015 international Building Code (w-iich utii:rps USES haza-d data available h, 2008) Site Coordinates 48.1060N, 123.403°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III • PpRi t0WEJ ULWMA RNGI:LES R�.4'Ei?Y,�77raM - �CGA 5 . o>rt.An gele s INTL A RPQRT =f iomM USGS-Provided Output Ss = 1.580 y SMs = 1.580 g S., = 1.053 g S, = 0.631 g SM, ; 0.947 g Sol = 0.631 g For information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted)and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP"building code reference document. MCEa Response Spectrum Design Response Spectrum 1.76 1.60 1A0 1.4d 0.99 1.zv o.,Rs 1.17 0.77 CA 0.96� b� 0.66 0.00 0.53 094 0.44. 0.14 0.33- 0.221 .3i0.321 0.72 o-1c i 0.11-- 0.00 1 F r 1 i i i i I 0.00 0.00 0.10 0.40 0.60 0.20 1.00 1.20 1..10 :.GO 1.10 7.00 0.60 0.20 0.40 0.60 0.90 1.04 1.30 1.0 1.60 1.20 2.00 Period,T(sec) Period,T(sec) DIBBLE ENGINEERS , ) NC P'°'r/"t '��} S1�c°et , 'o, r`��~ �J Prater.t ,� Date CRI Subjed Y c� � qw- ./ l f ` 6 �Y• 5 R{ •, 2 `6 . .9 Oy° 'Nh IT U ' FnKicpo LYJx SCFron ____,_„ . Dibble Engineers, Inc: __ S =2 SNS Ruddell Chevy Entry Frame Aug 1, 2016 at 11:24 AM 16_371_ I 16•371_Entry Framo.r3d -- 7 Company Dibble Engineers,InG. Aug 1,201$ �r rr• � Designer : SNS Job Number 16-371 Checked By-- r y.r E G H W a L o o 1 E & Model Name Rudde7l Chevy Envy Frame Global 1)i sp lay Sections for Member Calcs 15 Miax Internal Sections for Member Calcs 197 Include Shear Deformation? I Yes [increase Nailing Capacity for Wind? 1 Yes Include Warping? 1 Yes Trans Load Btwn Intersecting Wood Wall? :Yes Area Load Mesh (in^2) Merge Tolerance (in) _12 P-Delta Analysis Tolerance ;4.506% lInclude P-Delta for Walls? _ Yes Automatically_lterate.Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration ftlsec^2 32.2 Wafl Mesh Size in 24 _ Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis z ' Global Member Orientation Plane KY Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver — Hot Rolled Steel Code AISC 14th(360-10): LRFD Adjust Stiffness? _Yestlferakive) RISAConnection Code _ AISC 14th(360-10)-ASa Cold Formed Steel Code AISI S10fl-12: CR_FD Wood Code AF&PA NDS-12:ASD Wood Temperature _ _ < 10 0 F Concrete Code ACI 318-11 Masonry Code ACI 530-13:ASD Aluminum Code _ _ AA ADM1-10;ASD- Building__ Number of Shear Regions... _ _ _ 4 Region Sp aang jqqTTqpt(in) 4 Biaxial Column Method Exact Integration Parme Beta Factor(PCA_)-- .fib Concrete Stye_ss Block Rectangular Use-Cracked Sections? Yes ,Use Cracked Sections Slab? Yes j.Bad Framin Warnings? No Unused Force Warnings? Yes _ rMin 1 Bar Diam.Spacing? No —_..__._. .._..._ Concrete Rebar Set REBAR SET ASTMA615 Min %Steel for Column 1 Max°l0 Steel for Column .S . RISA-30 Version 13.0.0 [J;I...t16-371 Ruddell Chevrolet%CaIculalionsl16-371-En try Frame-rad] Page I 8 Company Dibble EngineOFS,Inc. Aug 1,2016 Designer = SINS r�r j jr J1 Jot)Number 16-371 Checked By: T E C H N a L o o e e s [Model Name Ruddell Chevy Entry Frame Global, Continued Seismic Code _ I ASCE 7-10 Seismic Ease Elevation(ft) I Not Entered Add Base Weight? I Yes _ Ct X 02 Ct -- Ct Z _164 _02. IT X(sec) Nat Entered T Z(sec) _ _ ....--:Not Entered IRX - -- 3 R Z 3 _._......--- 'Ct Exp_X •75 __. . ..__. Ct Exp_Z .75 SD1 1 SDS S1 1 - --- TL sec 5 Risk Cat _ 1 or II Om Z 11 _ Om X -- ---- _-._ Rho Z Rho X Hot Rolled Steel ProiDerfies _Label E[ksi] G[kSiI Nu Therm('%l E.. ens:ty[klft .. Yietdiksil Hy rulk5i]. -- 13t-. 1 A992 29000 11154 .3 .65 .49 50 1.1 65 I . .1-1 2 A36 Gr,36 29000 11154 .3 .65 .49 .35 . _ .11._5 .. .58.- ._ . _ 1.2 3 A572 Gr.50 29000 11154 - .3 .65 .49 50.-_ 1.1 .... . . 65.___ _. 1-1 4 A500 Gr.6 RNID , 29000 11.154 3 .65 .527 .-42- 1:4 .- 5.$ 1- 5 A500 Gr.6 Reck 29000-L-11.1.54 .3 .65 -527 .._.46_ 1:4...-- --5 1- 6 A53 Gr.6 29000...' 11154 •3 ! ,65 .49 35 _ 1:6 60 1.2 7. I A1085 1 29000 11154 - .3 .65 .49 5Q . 1-4 65 1_ Not Polled Steel Section Sets Label Shape Type 11)e5ign List Material . .QP_tjgn Ru... Alii,l2] I in L'r1.. M4 1[in4l . 1 COLUMN,HSS8xsxa Column , SquareTube A500 Gr.B Rect Typical 13-5 125 125 204 2 BEAM 1 HSS10x6x Beam SquareTube AsOO Gr.B Rect_ apical . 7-1 44.1 96.9 96.7 3 . BEAM 2 _HSS4x4x6 Beam - SquareTube Asoa Gr.B Rect Typical 4.78 10.3 10.3 17-5 . Joint Coordinates and Temperatures Label . . . Y[til 7.[it]_ Temp[FL_Dppc Frnrn.Diap,... N1 -- 0 __.. 0._ 0 [ 2_-.- N2 21 0 ----- -_- 0 0 i 3. N3 0 4 ._-...__-- 10.5 0 d N4 21 0 10.5 0 -.. 5 .. N5 0 _0 14 0 N6 21 ....-_-- 0 14 0 7 N7 0 0 21 N8 21 -... 0 21 0 fV9 3.5 _.-.- 0 10.5 _. . 0 10 N1fl 17.5 -_-- 0 10.5 0 ; 11 N11 ' 0 -- 0 4 -4.-..._.__�.... . 12 N12 00. 8 0 13 ....-. N13 0 -- 0 ._-. _.. 12 0 [ 14 - __..-._ M14 0 0 16 0 RISA-3D Version 13.0.0 [J:1...\16-371 RtjddeIi ChevroletlCalculation skl6-371_Entry Frame.r3d] Page 2 9 Contparty Dibble Engineers,Inu. Ajg 1, 2016 r 'r r ic'. Designer SNS A lob Number 16-371 Checked By: T C.A j N L 0 G I Model Name Duddell Chevy Enl f=rame 7 E G 7L N [] L O G I E S Y rY Joint Coordinates and Temperatures (Continued) La.W X[ft] Y�fii__. Z IN ___ Temp[Fl Detach From Diap.._. 15 N15 0- a -- - 20 0 16 N16 21 — 0 8-.--.- 0 - 17 N17 2 -- 0 18 - _ N18 21 0 12 19 N19 21 0 16 - 0 i 20 N20 _. - 21 _ 0 1 20 0 l Joint Boundary Conditions Joint Label Xjkfinl _ Y[klinl _. Z(klin] X Rot.[k-Wradl. v Rot.[k-fUrad] Z Rgt_[L_f radj_ Foot[11g_ 1 N1 Reaction ,, Reaction Reaction I Reaction Reaction 2 N2 Reaction Reaction Reaction Reaction Reaction _ 3 N11 Reaction. Reaction 4 N12 Reaction._ Reaction . i 6 N 1 3 Reaction Reaction 6 N14 Reaction __ Reaction 7 N15 Reaction Reaction—T — 8 N16 Reaction _Reaction_[ 1 9 N17 Reaction Reaction ! 10 N18 Reaction Reaction _ i 11 N19 I Reaction Reaction - I 12 N20 Reaction Reaction _ - Not Dolled Steel Design Pararneters Abel Shape length[ft], Lb}q[r ftJLbzz(ft] Lcornp top(i11 Lcamp WlM]L-iorou... Kyy Kzz Cb Function 1 __Nt1.._. COLUMN . 21 _ ..._ Lbw _ Latera 2 "Pk COLUMN . 22 _ Lb Latera 3 IVk3, __ BEAM 2 14_ _ Lb _ _ Laterat 4 ! M4._ BEAM 1 21 ( _ Lb Lateral 5 M5 _ BEAM 1 21 Lb Latera! 6 M6 . . 1 ,BEAM 1 3.5 - Lb -. Lateral 7 M7 BEAM 1 _ 3.5 I _ Lbyy .Lateral. Joint Loads and Enforced Disgiacemants (BLC 3: SEISRRtC X) Joint Label L D hi Direction _ Mannitudef[k,k-R).(in.rad).(k"5 Vt..- N8 I _L _. X _. -2.43 Joint Loads and Enforced Drsnlacements (BLC 4 : WIND Y) Joint 4nket Lx.N+ Direction Magniludel(k,k-ft), in a k's"2lfl... 1 N8 _._ I L _ Y - 1 2 _-- N7 _ L Y -.-- 2-38 3 N6 _.I._ L Y 2.38 4 N5 I._. ..._... L - Y 2.38 5 N4 I._. .._... L _Y 1_55 6 N3 I _-- ... L Y_.„ 1_55 Member Point Loads k1amberLabel _ Direction MzLgnitude[k,k-ftl Localionift,°'ol.__ No Data to Print... _ RISA-3D Version 13.0.0 [J:1...116-371 Ruddell Ci}evrolet\Calculations116-371—Entry Frame.r3d) Page 3 10 K Company = Dibble Ertiginccrs, Inr. Aug 1,2016 j' Oesigger SNS a Job Number 1$-371 Cliecked By -r E G H N a l a G r E s Model Name = Ruddell Chevy Enlry Frame Member Distributed Loads (BSC I : DEAD) Member Label Difectign Stan Magnitude( F] Fnd Mjt[iyniludejk/ft F]_ Slar1 Localion[R S1 _Endjocationjft,%j M5_.__•.__.___ z 1 -_125 -_125 0 0.__ _. _• 2 M4 _ Z. -_125 -_125 0 0 _3 M3 z _ I -.08 -.08 0 0 4 M7 z -.08 -.08 0 I 0 I 5 M6 : z -.08_ -.08 0 0 Member Distributed Loads (BLC 2 : SNOM MernluerLabel Dfreciiar) ,Start_tAaafiitudefklfl��EndMa_S�itudejk!(I�F 51art_Lor tianJft," _End_Locaiion[ft,°6] . r� z - -.113 -.113 1 0 Q... .. l 2 M3 z -.z .-•- -- -.2 a 0 3 U7 z -:?----- -.2 a 0 14 _ M6 ] z -.2 2._._ .. . . :.... .... : .._ 0 Basic Load Cases _gIJC_D_q�s.Lri009__ Category X Gravity.Y Gravity Z Gravity Jaint Paint Disiributed�Ama(Ia1e... Surface(... 1_• .I ......---DEAD-- --- - DL I .1 5 2._ .. SNOW. SL I 4 --- 3 SEISMIC XEL I 1 4 WINDY WL I_ 5 Load Combinations Description So...P... ,,. ;(Fac... SLC Fac...61-Cfrac...f31_Ct ac...B!.C1 ac...B�CFac...BLC.f ac...S�C1>=2a..gLCf w_-_ULCFac.., 1 IBC 16-1 Yes Y DLA 1-4 _... . . 2_^IBC 15-2(a) Yes Y _ IBC 16-2(b) Yes Y _ DLA 1,2 __SL 4 IBC 1$-3(c) Yes Y OLI 1.2_ SL .1-6. �5 ISC 16-3 b Yes Y DL!1__2 WL .5 I ; 1 119C16-3(d) Yes Y DL[12 SL 1.0,WL• .5 _ 7 113C 16-4 (a Yes Y D L 1-2T W L 1 8 IRC 16-4(b) Yes Y DL 1-2 WL„_ 1.._SL 9 IBC 16-6 Yes Y DL .9 %I L .-1.._-- 10 IBC 16-5 Yes Y QL 1.2 EL• . 1_"S-L . ;2•,•_____.._ j 11 IBC 16-7 -Yes Y IDL a EL - •1__ --•-,-__-.-• ! 12 OOP DRIFT Yes Y :QL o WL _: •1• ,_, 13 FOR FOUN.--Yos Y DLI 'I WL i _F_ __• Envel+aoe AISC 14th(360-10): LRFD Steel Code Checks Member 5hapa Code Check Loc(fi]LC Shear....Locjft] Dir.LQ hi_Pnjkjphi' nt,(kjphi'Mn y..gl}i`hll7 r-..Cb Fran M1 HSS8x8x8 .095 10.5 6 .041 10.5 z 4 352.348 558.9 .129-375 129.375 3_ H1-1b 2 M2 HSS8x8x8 _085 _10_5 6. _041 10.5 z 4 352. 481 558.9 `129.375 129.375 3_ H1-'lb 3 M3 HSS4x4x6 .283 14 4X064 14 :4 81.993 197.892 22.045 22.046 1--• H1-1 b 4 M4 HSS1ox6x4 .143 10=5. 1 - _421 _ 0_,• :1 145.318 293.94 47.87 81.42 --• H1-1b 5 M5 HSS14x6x4 ,245 10-5 4.035 0_- 4 .145.318.293-94 47-87 89.42 1- H1-1 b 6 M6 HSS14x6x4 ,246 0 4 .043 0_--y-,4_[.274:38 293.94 47:87 _81,42 1- • H1=1 b 7 M7 I HSS14x6x4 245_ (} �# _043 O__y_d.'274.3_ 293.94 .87___81.42 1-.. H1-1 b; RISA-30 Version 13.0.0 [J,1...116-371 Ruddell ChevroletlCalculations116-371_Entry Frame.r3d] Page 4 • 11 RUddell Chevrolet SNS lo,,°- Bremerton. WA dr_to Aug-16 fob i c c::eM 116-371 Pier Design -Flag Pole Formula(2012 IBC §1807.3) P= 3780 lbs h= 15.8 R Ground Sutfac8: Constrained h= 3.0 ft Passive pressure: 200 psf)'t Assumed depth,d'= 8.0 ft SI= 533-3333 psf Sa= 1600 psf A= 5.52825 - Requlred depth, d= 7.250391 ft CK Provide 3ftdiameter pler by 8 ft deep .I . 12 .Y Z X .21 k/ft Loads: BLC 1, Wind DEI SK- 1 JCW Ruddell Chevrolet Oct 27, 2016 at 10:24 AM 16-371 Grid 3-4 New Beam Grid 3-4 New BeamAd 13 Beam: M1 Shape: HSS8x8x2 .357 at 8 ft Material: A992 Length: 16 ft I Joint: N1 Dy in J Joint: N2 LC 2: Wind Code Check: 0.373 (bending) Dz in Report Based On 97 Sections 1.68 at 16 ft A k Vy k Vz F�- k -1.68 at Oft My1)"v`�li � �'�I ia�t ;, ��, k-ft T k-ft Mz k-ft w` -6.72 at 8 ft 8.625 at 8 ft ft ksi fa ksi fc ksi 14V -8.625 at 8 ft AISC 14th(360-10):ASD Code Check Direct Analysis Method Max Bending Check 0.373 Max Shear Check 0.059 (z) Location 8 ft Location 0 ft Equation H1-1b Max Defl Ratio L/538 Bending Flange Slender Compression Flange Slender Qs=1 Bending Web Non-Compact Compression Web Slender Qa=.611 y-y z-z Fy 50 ksi Lb 16 ft 16 ft Pnc/om 56.49 k KL/r 59.734 59.734 Pnt/om 108.383 k Mny/om 18.009 k-ft L Comp Flange 16 ft Mnz/om 18.009 k-ft Warp Length NC Vny/om 28.638 k L-torque 16 ft Vnz/om 28.638 k Taub 1 Tn/om 19.301 k-ft Cb 1 r 14 r Company : DEI Oct 27,2016 Designer JCW P.�*SA, Jab Number 16-371 Cbecked By, T E C H N 6 L 9 G I E '$ Model Name Ruddell Chevrolet ,hint Coordinates and Temperatures Labe!_ X[ftl _ [ftj Z[ttj Temp[Fj Detach,From bias)__ 2 N2 16 0 a 0 0 ,Joint Boundary Conditions Joint Label _X jk�nj� Y(k/gnj_M_ . Z[k/inj J4 Fttyt-jk fUradj Y Rat -ft/rad], .Z Rot.jk-flleadj,� Footing F1 Ni Reaction Reaction Reaction _Reaction . 2 N2 Reaction Reaction Reaction Reaction Not Roiled Steel Design Parameters Label Shape Length[ftj„ Lbyy[ffj t bu[ftj, Lcomp ttipjft] Lcornpbot[ffj L torqu,._,K,yy Kzz_ Cb Function 1 M1 [HSS8x8x2.J161 Se9mertt I Segment [ Segment 1 Segment [segme..1 1 1 �" Lateral r _. Member Distributed toads RLC I r Wind 1 Mem 1 Label Direction Start Mag21 dejWft F]�End Magni ude[ktft Fl� Start La 1anjR.a/41� End 6 [fk,l�] .21 Joint Reactions LC Joint Label X LKl Y ?_[k] MX Lkjhl MY U _M�ftjtl 1 2 NI 0 0-1.68 _ 0 _�_-_-.._0 _ 0 2 2 N2 0 0 -1.68 0 6 0 3 2 Tatar: 00 -3.36 _ _ _ 4 COG �ftj: NC I:..,.,..--:-�C. NC Joint Deflections _r LC Joint.Label � X (nj�_ Z�] �X Rata r7, (r_l� -5.948e-3 Rotation l Zry[� N2 _ 0 _ 0 0 5.048e-3 0 Member Section Stresses LC Member Label Sec A)ial Imo] Strear[ksij z Shear[ksr� tap Bending[ksi] bat Bend..z tog)Bend..z bot fiend.... 1 2 M1 1 0 0T:�- ,946 T 6 0 0 0 2 2 0 0 .473 0 0 -6.468 6.466 (. - 3 0 0 0.._ 1 0 0 .. -8.625 8.625 4 4 0 0 A73 0 0 -6.468 6.468 5 5 0 0 .946 0 0 0 0 RISA-3D Version 13.0.0 [,1:1...\16-371 Ruddell ChevrolettCalculationslGrid 3-4 New Beam.r3d] Page 1